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PROVINCE OF QUIRINO has floated a tender for Sub-Surface Soil Investigation (Geotechnical Investigation). The project location is Philippines and the tender is closing on 28 Nov 2025. The tender notice number is GS-GF-2025-917, while the TOT Ref Number is 130867212. Bidders can have further information about the Tender and can request the complete Tender document by Registering on the site.
Procurement Summary
Country: Philippines
Summary: Sub-Surface Soil Investigation (Geotechnical Investigation)
Deadline: 28 Nov 2025
Other Information
Notice Type: Tender
TOT Ref.No.: 130867212
Document Ref. No.: GS-GF-2025-917
Financier: Self Financed
Purchaser Ownership: Public
Tender Value: PHP 330000.00
Purchaser's Detail
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Login to see detailsTender Details
Tender are invited for SUB-SURFACE SOIL INVESTIGATION (Geotechnical Investigation)
Product/Service Name : Services
Procurement Mode : Negotiated Procurement - Small Value Procurement (Sec. 53.9)
Classification : Goods
Category : Services
Contract Duration : 15 Day/s
Budget for the Contract : PHP 330, 000.00
Area of Delivery : Quirino
Description : 1 3 Site/s SUB-SURFACE SOIL INVESTIGATION (Geotechnical Investigation) of the following sites:
1. Proposed Hospital Building, Diffun District Hospital, Diffun, Quirino Province - 2 Bore Holes
2. Proposed Hospital Building, Aglipay District Hospital, Aglipay, Quirino Province - 2 Bore Holes
3. Proposed Quirino Sports Arena, Capitol Compound, Capitol Hills, Cabarroguis, Quirino - 2 Bore Holes
Items of Work to be undertaken per site:
1. Conducting Standard Penetration Test (SPT) on the said location. The SPT results will be used to determine the shear strength parameters of the underlying soil. The test will be conducted by driving a split spoon sampler with an outside diameter of 2 inches and an inner diameter of 1-3/8 inches using a one hundred forty (140) pound hammer dropped at thirty (30) inches. The number of blows required for driving the sampler will be correlated with the shear strength of the underlying soil. Six (6) boreholes will be drilled to establish the geotechnical profiles, subsurface conditions, and parameters for the evaluation of the soil bearing pressure...
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